20120107 Ver 1_Phase I As Built Topographic Maps_20130604

PotashCorp' PotashCorp - Aurora
Helping Nature Provide
Federal Express
June 17, 2013
Mr. Eric Kulz
NCDENR — Division of Water Quality
512 North Salisbury Street
91h Floor — Archdale Building
Raleigh, North Carolina 27604
Dear Mr. Kulz:
Per your email request on 6/7/13, enclosed is a paper copy of the as -built survey sheets for our
P and U Lands Phase 1 mitigation project.
cerely,
1t� C,rVIM
Jeffrey C. Furness
Senior Scientist
Encl.
PC: 23 -11 -020 w/o encl.
JUN 1 G 20-13
NR - WAMR OUALITY.
1530 NC Hwy 306 South, Aurora, NC USA 27806 T (252) 322 -4111
rotashCorp. I www.potashcorp.com

WETLAND AND STREAM RESTORATION PLANS
FOR
� PotashCor
AURORA
"P" LANDS - PHASE I AS -BUILT PLANS
IN
BEAUFORT COUNTY, NORTH CAROLINA
W
W
LVV/11 Mall %7rxG 1 %.0"
not to scale
AS -BUILT
Mon.
�0
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Location l /A_ (i JI
VICINITY MAP
not to scale
INDEX OF DRAWINGS
C1.1
COVER SHEET
C1.2
CONVENTIONAL PLAN SHEET SYMBOLS
C1.3
GENERAL NOTES AND SYMBOLS
C2.1
MASTER SITE PLAN
C2.3 -00.4-
MASTER DITCH PLUG PLAN (SHEET C2.4 NOT INCLUDED)
C2.10
STATIONING SITE PLAN - PHASE I
C3.1 - C3.4
TYPICAL SECTIONS
C4.1A
AS -BUILT GRADING SUMMARY BY PLANTING ZONE
C4.1 - C4.39
GRADING PLAN
C4.44 - C4.51
GRADING PLAN
C4.56
GRADING PLAN
C4.57 - C4.63
GRADING PLAN
C4.68
GRADING PLAN
C4.72 - C4.76
GRADING PLAN
C5.1 - C5.12
PERIMETER CROSS SECTIONS
86.4 86.8
111IFFERIOR R81-0 (NOT INCLUDED)
C7.3
DRIVEWAY DETAILS
C8.1 - C8.2
GENERAL DETAILS
3450 Northlake Boulevard - Sulte 102
Palm Beach Gardens. FIaWe 3343
rm-9--c. 4709 C OLLEGE DR . STE 2 Phone [phone]
WILMINGTON, N C 28403 T��J R_ Toll - Free (677) 6308777
J l&h' Fax (561)B�rZ770
RPORATED TEL [phone] FL Certificate of
ENVIRONMENTAL CONSULTANTS FAX [phone] NC Certificate 6270
4/12
WAN T
!12

Note: Not to Scale STATE OF NORTH CAROLINA
*S.U.E. = Subsurface Utility Engineering DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY:
RAILROADS:
State t.me ......................... .........................
. _ ..
Standard Gauge .............. ...............................
CSX T
County Line ................ ...............................
...
RR Signal Milepost ........... ...............................
NREM :s
Township Line ......... ............................... ...
-- ..
Switch ................ ............................... ..............O
SWITCH
CityLine .................... ...............................
m
RR Abandoned ................ ...............................
— — — —
Reservation Line ...................... ................
� . � . � .
FIR Dismantled ............. ...............................
- -- --
Property Line ... ............................... .........
APL
RIGHT OF WAY.-
Existing Iron Pin ....... .................... .......
o
Baseline Control Point ...... ...............................
Property Comer ............. ............................
Existing Right of Way Marker ........ .............
0
Property Monument ...........
Existing Right of Way Line ..............................
-
Parcel / Sequence Number ....................... ..
zs
Proposed Right of Way Line ............. .. ........
—�
Existing Fence Line ..................... . .........
1C—x-
Proposed Right of Way Line with
A
Iron Pin and Cap Marker .................. ............
Proposed Woven Wire Fence ............ .......
Proposed Right of Way Line with
Proposed Chain Link Fence .................... ..
a
Concrete or Granite Marker ..........................
Proposed Barbed Wire Fence ................... ..
—�
Existing Control of Access .............................
—�—
Existing Wetland Boundary ........ ...... .......
--- -�- - --
Proposed Control of Access . ........................
—�
Proposed Wetland Boundary ..................... ..
wee
Existing Easement Line .... ...............................
- -E
Existing Endangered Animal Boundary .........
-EAB- -
Proposed Temporary Construction Easement .........
—E -
Existing Endangered Plant Boundary ............
— -EPB- -
Proposed Temporary Drainage Easement .....
ME
BUILDINGS AND OTHER CULTURE.
Proposed Permanent Drainage Easement .....
PDE
Gas Pump Vent or U/G Tank Cap ..............
o
Proposed Permanent Drainage If Utility Easement
DUE
................ .......
Sign ................... .........
o
Proposed Permanent Utility Easement . .........
PUE
Well ............................. ....................... ......
Proposed Temporary Utility Easement ..........
TUE
�,
Proposed Permanent Easement with
0
Small Mine ................ ...............................
Iron Pin and Cap Marker .......................... .
Foundation ............... ...............................
f _ J
ROADS AND RELATED FEATURES:
Area Outline ........... .......... ................... ..
l — — — )
Existing Edge of Pavement ............................
- - - --
Cemetery................ ...............................
_ _I
Existing Curb ... .............. ... ............ ............
Building .......... ............................... ...........
Proposed Slope Stakes Cut ..............
- - - - - -
School .... ............................... ........ .............
Proposed Slope Stakes Fill .........................
- - - F - - -
Church ............. ... ... ...............................
CLk3
Proposed Wheel Chair Ram
Dam ........................ ............................... ...
Existing Metal Guardrail .............. .
HYDROLOGY.
Proposed Guardrail ....... ...............................
T T T T
Stream or Body of Water .............................
Existing Cable Guiderail ...............................
a "
Hydro, Pool or Reservoir ............................
r - - - -,
Proposed Cable Guiderail ............ .............
a G G G
Jurisdictional Stream ......................... .. . ....
—,ls--
Equality Symbol ........... ...............................
Buffer Zone 1 .............. ...............................
Bz ,
Pavement Removal ..................... ................
Buffer Zone 2 ....... ............................... .....
Bz 2
VEGETATION.
FlowArrow ..... ............................... ..... ....
i—
Single Tree ................... ...............................
Q
Disappearing Stream .. ....... .. .................
>
Single Shrub ... ........... ...............................
°
Spring.................. ...............................
Hedge ....................... ...............................
Wetland ..................... ...............................
Woods Line .. .......... .................. ............
Proposed Lateral, Tail, Head Ditch ............
Orchard ......... ............... .............
........... .
fl a
False Sump ............ ...... .....................
Vineyard ............... ............ .......................
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert ..................... .
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall ...... ...............................
PipeCulvert ................. ...............................
Footbridge.................. ...............................
Drainage Box: Catch Basin, DI or JB ...... ....
Paved Ditch Gutter .. ............................... ...
Storm Sewer Manhole ............. ................
Storm Sewer ....... . ............................... ..
UTILITIES:
POWER:
Existing Power Pole . ...............................
Proposed Power Pole ..............................
Existing Joint Use Pole ..... .......................
Proposed Joint Use Pole .... ......................
Power Manhole ..... ............................... .
Power Line Tower .... ...............................
Power Transformer ... ...............................
U/G Power Cable Hand Hole ..................
H-Frame Pole .......... ...............................
Recorded U/G Power Line ......................
Designated U/G Power Line (S.U.E. *) ........
TELEPHONE:
Existing Telephone Pole ............................
Proposed Telephone Pole ...........................
Telephone Manhole ..... ...............................
Telephone Booth .......... ...............................
Telephone Pedestal ... ...............................
Telephone Cell Tower ................ ...............
U/G Telephone Cable Hand Hole ................
Recorded U/G Telephone Cable ............ ...
Designated U/G Telephone Cable (S.U.E. *)
Recorded U/G Telephone Conduit ..............
Designated U/G Telephone Conduit (S.U.E. *)
Recorded U/G Fiber Optics Cable ................
Designated U/G Fiber Optics Cable (S.0 E. *)
WATER:
Water Manhole ........... ...............................
WaterMeter ................ ...............................
WaterValve .................. ...............................
Water Hydrant . .......... ...............................
Recorded U/G Water Line ...........................
Designated U/G Water Line (S.U.E. *) ..........
Above Ground Water Line .........
CCNC Hw TV:
TV Satellite Dish ........... ...............................
- - - - - -� TV Pedestal ................. ...............................
❑CO TV Tower .................... .......... ............ ....
- - - -- U/G TV Cable Hand Hole ................ ............
p Recorded U/G TV Cable ..............................
Designated U/G TV Cable (S.U.E. *) ............
Recorded U/G Fiber Optic Cable ............... .
Designated U/G Fiber Optic Cable (S.U.E. *)
•
•
0
►�I
v
O
❑
Ed
-
-- -T - - - -
x
GAS:
GasValve ................... ......... ........... ......
GasMeter .............. ...............................
Recorded U/G Gas Line ..................... .....
Designated U/G Gas Line (S.U.E. *) ...... .....
Above Ground Gas Line ............. ......... ....
SANITARY SEWER:
Sanitary Sewer Manhole ........................... ...
Sanitary Sewer Cleanout ........... ............ ....
U/G Sanitary Sewer Line ......... ............ .......
Above Ground Sanitary Sewer ......................
Recorded SS Forced Main Line ...................
Designated SS Forced Main Line (S.U.E. *) ....
O
0
N
�M
A/c wry
b
N
--- -nom - --
0
A/C Gas
A/G San ,airy Sa
MISCELLANEOUS:
UtilityPole ....................... ............................
Utility Pole with Base ....... ...............................
Q
Utility Located Object ....... ...............................
�n
Utility Traffic Signal Box ............ ...............
Q
Utility Unknown U/G Line ......... .. ........... ....
Nn
U/G Tank; Water, Gas, Oil ...... ............ ........
0
A/G Tank; Water, Gas, Oil .............. ........... ..
U/G Test Hole (S.U.E. *) .. ...............................
m
Abandoned According to Utility Records ... ...
AATUR
End of Information ..... .......................... ...
E.0 I
AS -BUILT
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PROD NO 1002
DRAWN By RC
DATE 03/31/12
SHEET
C1.2

GENERAL NOTES
1. SITE INFORMATION IS BASED ON SURVEY WORK DONE BY MATRIX EAST, PLLC DATED OCTOBER 1,
2010 WITH THE VERTICAL DATA (TOPOGRAPHY) PROVIDED BY TUCK MAPPING SOLUTIONS USING
AIRBORNE LIDAR (DATA WAS COLLECTED ON MAY 14, 2010). VERTICAL COORDINATES ARE BASED
ON NADA 1988 AS -BUILT LIDAR COLLECTED MARCH 10, 2012
USERS OF THESE PLANS ARE CAUTIONED THAT THE VERTICAL INFORMATION SHOWN ON THESE
PLANS IS LIMITED TO THE ACCURACY OF THE LIDAR METHODOLOGY EMPLOYED AND SPECIFICALLY
THAT LOWEST ELEVATIONS INSIDE DITCHES OR OTHER AREAS OF STANDING WATER MAY NOT
REPRESENT THE BOTTOM OF THE DITCHES (OR LOW -LYING AREAS) BUT INSTEAD REFER TO THE
WATER SURFACE ELEVATION ON THE DATE OF THE LIDAR WORK. ADDITIONALLY, THE
TOPOGRAPHY WORK WAS COMPLETED PRIOR TO THE REMOVAL OF THE PINE PLANTATION THAT
EXISTED ON MANY AREAS OF THE SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
FIELD CONDITIONS SUCH AS ELEVATIONS, DEPTHS, ETC AND REPORT TO THE ENGINEER ANY
SIGNIFICANT CHANGES IN THE EXISTING GRADES SHOWN ON THESE PLANS PRIOR TO INITIATING
WORK IN THAT AREA OF THE PROJECT. THE ENGINEER SHALL MAKE CHANGES TO THE EXISTING
DESIGN, AS NECESSARY, AND PROVIDE THE CONTRACTOR WITH ANY UPDATED PLANS AS
NECESSARY.
3 CONTRACTOR'S FIRST ORDER OF WORK IS TO PLACE ALL EROSION CONTROL DEVICES (SEE
EROSION CONTROL PLAN)
4 CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL REQUIREMENTS OF
REGULATORY AGENCIES
5 CONTRACTOR SHALL BE REQUIRED TO MAKE MINOR GRADING CHANGES TO THE PROPOSED
DRIVEWAY CONNECTIONS AND PERIMETER CONSTRUCTION AT THE REQUEST OF JONATHAN T
RICKETTS, INC.
6 AT THE COMPLETION OF CONSTRUCTION, CONTRACTOR TO REMOVE ANY SAND IN EXISTING
DRAINAGE STRUCTURES AND PIPES LOCATED THROUGHOUT THE PROJECT
7 ALL CLEARING DEBRIS AND MULCHED MATERIAL WILL BE LEFT IN PLACE IN OPEN FIELDS. MAXIMUM
DIAMETER OF PILES SHALL BE 50'
8 FOLLOWING DITCH FILLING FOR THOSE DITCHES SHOWN TO BE FILLED, COMPACTION WILL
CONSIST OF 3 PASSES WITH A D -4 DOZER OR EQUIVALENT, LEAVING 12' OF LOOSE COMPACTION
OF THE TOP OF THE FILL. PROPOSED GRADES SHOWN FOR THESE AREAS SHALL REFER TO THE
TOP OF THE UNCOMPACTED FILL
9 FOLLOWING COMPLETION OF FILL FOR EMBANKMENT, BERM ROADWAY SUBGRADE, SPILLWAYS,
AND PARKING SPACES, TESTING WILL BE REQUIRED FOR DENSITY SPECIFIED ON TYPICAL
SECTIONS
10 IF REQUIRED, DE- WATERING WILL BE ACCOMPLISHED IN ACCORDANCE WITH A PLAN PREPARED
AND SUBMITTED TO THE ENGINEER AT LEAST ONE WEEK PRIOR TO COMMENCEMENT ACTIVITIES
11 FOLLOWING WIND STORM EVENTS THE CONTRACTOR SHALL RETURN ROADWAYS TO USABLE
CONDITION WITHIN 48 HOURS OF THE END OF THE STORM EVENT.
12 STAKE OUT OF LINE AND GRADE FOR CONSTRUCTION WILL BE PROVIDED BY ENGINEER'S
SURVEYOR. ALL RE- STAKING OF CONTROL POINTS WILL BE AT THE CONTRACTOR'S EXPENSE
13 MAINTENANCE OF TRAFFIC ON ALL ADJACENT PUBLIC ROADS WILL CONFORM TO THE
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
14 PLACEMENT OF TEMPORARY SILT FENCES, DITCH BLOCKS, AND CHECK DAMS WILL BE INSTALLED
BASED ON PERMIT DRAWINGS APPROVED BY NORTH CAROLINA DENR OR THE U S ARMY CORPS
OF ENGINEERS ALL PERMITS MUST BE POSTED ON THE JOB SITE FOR REVIEW BY THE
APPROPRIATE INSPECTION PERSONNEL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
THE ENCLOSURE WHICH PROVIDES FOR THE PROTECTION OF THE POSTED PERMITS AND NOTICES
15 THE CONTRACTOR WILL PREPARE A SEQUENCE OF WORK PLAN FOR REVIEW AND APPROVAL BY
THE ENGINEER ONE WEEK PRIOR TO COMMENCEMENT OF EACH PHASE OF PROJECT.
16 THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENT CONTROL PLAN WHICH WILL INCLUDE PLANS FOR AVOIDANCE OF FUEL AND HYDRAULIC
OIL SPILLS ON THE SITE
AS -BUILT
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PROJ NO 1002
DRAWN By RC
DATE 03/31/12
SHEET
C1.3
LEGEND
PROPOSED SPILLWAY
(PYRAMAT TURF REINFORCEMENT)
PROPOSED DITCH CROSSING
( #57STONE)
PROPOSED RIP RAP
( 3' - 4- GRAVEL)
PROPOSED TOP OF BERM
-
PROPOSED B' ROCK PAD
( REJECT QUARRY MATERIAL)
PROPOSED DITCH FILL
PROPOSED DITCH
�—
PROPOSED SLOPE ARROW
PROPOSED MAJOR PLUG
—
(LENGTH =100')
_
PROPOSED MINOR PLUG
(LENGTH = 50')
X`01
EXISTING SPOT ELEVATION
X 10 7
PROPOSED SPOT ELEVATION
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON Cl 2 WHEN CONFLICTING
AS -BUILT
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PROJ NO 1002
DRAWN By RC
DATE 03/31/12
SHEET
C1.3

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PROPERTY LINE
PROPERTY LINE
RESTORED PLANDS CASEY RESTORED PLANDS CASEY
WETLAND 50' TRACT WETLAND 70' TRACT
20' 1 4' 1 21' 5' 25' 4' AS BUILT e0L 31' AS BUILT 10'
4' MATCH EXISTING GRADE 9' T AS BUILT I MATCH EXISTING GRADE
TOP OF BERM ELEV VARIES (VARIES) 12' IV 8' 5' 8' (SLOPE VARIES -41 MAX) TOP OF BERM ELEV VARIES (VARIES) 12' 4' 12' 12 (SLOPE VARIES -41 MAX)
(SEE CROSS- SECTIONS) (SEE CROSS - SECTIONS)
L Z 2 1 CUT 2 Z CUT
— — 1 1 2' �1 2'
—� -- 1 J1 4' - - -�— — _
(VARIES) 2 2 ) 6-
MATCH EXISTING GRADE FILL KEY WAY (CONT) (VARIES)
KEV WAY (CON'T) 1 Z 2 1
MATCH EXISTING GRADE FILL
(SAND 8 MINERAL SOIL) (SAND 8 MINERAL SOIL)
STABILIZATION FABRIC BETWEEN STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND BERMMEYWAY AND EXISTING GROUND
(US FABRIC US 200 OR APPROVED EQUAL) (US FABRIC US 200, OR APPROVED EQUAL)
TYPICAL SECTION A -A TYPICAL SECTION B -B
East Penmeter (Adjacent to Casey Tract North) East Penmeter (Adjacent to Casey Tract South)
(FUTURE)
PROPERTY LINE
PROPERTY LINE
RESTORED PLANDS COUNTY
RESTORED CASEY WETLAND LINE RD
WETLAND PLANDS TRACT 50 Z 3 U
60 25' 4 - 8' AS BUILT � 47, 17 - 21' S BUILT ^ Z
25' 5 - 8' AS BUILT 27' 9. 1 z
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1 ALL EXPOSED SIDE SLOPES IN CROSS - SECTIONS (2 1 AREAS) SHALL BE PROD NO 1002
REINFORCED WITH NORTH AMERICAN GREEN C125 BN RECP AND SEEDED DRAWN BY RC
WITH APPROVED SEED MIX
DATE 03/31/12
SHEET
AS -BUILT C3.1

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P LANDS
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PROPERTY LINE
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MATCH EXISTING GRADE
GENERAL NOTES
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PROPERTY LINE
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PROPERTY I PLANDS
OWNERS
PROPERTY LINE
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PROPERTY OWNER
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6�
MATCH EXISTING GRADE 2
(SLOPE VARIES -1 1 MAX )
PROPERTY LINE
WEYERHAEUSER I PLANDS
TRACT
I 38'
2'
TYPICAL SECTION E -E (FUTURE)
Small Rd (Adjacent to S R 1002 and South Creek Comdor Site)
95'
RESTORED
WETLAND
54'
26'
12' 1
41' 2' 10'
12' VARIES)
TOP OF BERM ELEV VARIES
(SEE CROSS- SECTIONS)
CUT 2
2 2
EXISTING DITCH
—
I(
SMALL RD
MATCH EXISTING GRADE EXISTING DITCH
TO BE FILLED
2
MATCH EXISTING GRADE
KEY WAY (CONY)
(SAND 3 MINERAL SOIL)
STABILIZATION FABRIC BETWEEN
— —CUT
—
BERIWKEYWAY AND EXISTING GROUND
1
1
TYPICAL SECTION F -F
MATCH EXISTING GRADE
2
(SLOPE VARIES .41 MAX)
2 Max
PROPERTY LINE
MULTIPLE ADJACENT p LANDS
PROPERTY OWNER
1 15'
12'
6�
MATCH EXISTING GRADE 2
(SLOPE VARIES -1 1 MAX )
PROPERTY LINE
WEYERHAEUSER I PLANDS
TRACT
I 38'
2'
TYPICAL SECTION E -E (FUTURE)
Small Rd (Adjacent to S R 1002 and South Creek Comdor Site)
95'
RESTORED
WETLAND
54'
26'
30' 12' 4' 4'
12' VARIES)
TOP OF BERM ELEV VARIES
(SEE CROSS- SECTIONS)
CUT 2
2 2
7/7
/
j1
FILL
I
(VARIES)
2
MATCH EXISTING GRADE
KEY WAY (CONY)
(SAND 3 MINERAL SOIL)
STABILIZATION FABRIC BETWEEN
BERIWKEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
TYPICAL SECTION F -F
(FUTURE)
Royal Rd (South Creek Corridor Site to Benfewell Rd)
4' 22' 4' 4'
TOP OF ROAD ELEV VARIES III
(SEE CROSS - SECTIONS) 4 4
r _1
1
6 FILL
1' 1
12' ROCK ROAD
W STABILIZATION FABRIC
96'
RESTORED
WETLAND
106'
RESTORED
WETLAND
GENERAL NOTES
1 ALL EXPOSED SIDE SLOPES IN CROSS - SECTIONS (2 1 AREAS) SHALL BE
REINFORCED WITH NORTH AMERICAN GREEN C125 BN RECP AND SEEDED
WITH APPROVED SEED MIX
42' 26'
6'
12' 18' 12' 4' 4' 12' VARIES)
TOP OF BERM ELEV VARIES
(SEE CROSS - SECTIONS)
CUT �it— �1 �r
l I FILL - - - - -I
—J 1 2' (VARIES)
2 2 MATCH EXISTING GRADE
PROPOSED KEY WAY (CONT) STABILIZATION FABRIC BETWEEN
GRADE (SAND & MINERAL SOIL) BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 200 OR APPROVED EQUAL)
TYPICAL SECTION G -G (FUTURE)
Benfewell Rd (N-S from Royal Rd)
RESTORED
WETLAND
1 38' 32' 26'
4' 2 22' 2 4' 4' 12' 8' 12' 4' 4' 12' VARIES)
TOP OF ROAD ELEV VARIES TOP OF BERM ELEV VARIES
(SEE CROSS- SECTIONS) I (SEE CROSS- SECTIONS)
— 4 CUT L 2 2
1-
(VAR 71 IES) 6EL FILL 1 1 1 2' \FILL (VARIES)
12' ROCK ROAD 2 2 MATCH EXISTING GRADE
./STABILIZATION FABRIC KEY WAY (CON-T)) STABILIZATION FABRIC BETWEEN
(SAND & MINERAL SOIL) BERM(KEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
TYPICAL SECTION H -H (FUTURE)
Benfewell Rd (E -W from Royal Rd)
TOP OF BERM ELEV VARIES
(SEE CROSS-SECTIONS) —
L 1r
T
(VARIES) ES],
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERM(KEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
AS -BUILT
50'
NOTE:
PHASE 11 SHOWN FOR INFORMATIONAL
PURPOSES ONLY - NOT FOR CONSTRUCTION
PEELE RD ASSUMED
RIGHT OF WAY LINE PROPERTY LINE
P LANDS PEELE RD I PEELE RD
25' 8' 17'
12' 4' 12' S'
..21 2'
1 �
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(SAND a MINERAL SOIL)
o
APPROX CENTERLINE
OF PEELE RD
CUT
MATCH EXISTING GRADE
— — — — — — — — — — — — -
EXISTING DITCH
1
TYPICAL SECTION 1 -I (FUTURE)
Peele Rd (Benfewell Rd to Packer Farm)
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WETLAND
24'
TOP OF BERM ELEV VARIES VA 8ES1 12'
(SEE CROSS- SECTIONS)
�— 1-
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MATCH EXISTING GRADE
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s
4'
FILL` KEY WAY (CON'T) 1
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110'
30'
12' 6' 12'
CUi
7
1
2 2
PROPERTY LINE
PAMLICO
P LANDS COUNTY
PROPERTY LINE
RODMAN RD I P LANDS
4'
SR 1002 PROPERTY LINE
- - 6'
PROPERTY LINE
6' 2'
22'
ASSUMED RIGHT
_— ---- - - - - -_
MATCH EXISTING GRADE
U)
REINFORCED WITH NORTH AMERICAN GREEN C125 BN RECP AND SEEDED
RESTORED PLANDS
(SLOPE VARIES - 4 1 MAX)
OF WAY LINE SR 1002
SR 1002
RESTORED
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COUNTY
WETLAND So'
M�1
—J_
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WETLAND
45'
LINE RD
LINE RD
24' 4' 17'
5'
30'
CIO
_ _ 4'
25' 7' 13'
30,
MATCH EXISTING
TOP OF BERM ELEV VARIES
6
(VARIES) 12' 4'
6' 5' 6'
I I APPROX CENTERLINE
MATCH EXISTING GRADE OF SR 1 D02
(SLOPE VARIES - 4 / MAX)
TOP OF BERM ELEV VARIES
9'
(VARIES)
12' 4'
I
6' 5'
COUNTY LINE RD
ASSUMED RIGHT
OF WAY LINE
APPROX CENTERLINE
COUNTY LINE RD
(SEE CROSS - SECTIONS)
(SEE CROSS - SECTIONS)
l
1�
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CUT
r—
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2
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-- 2'
_ _ +
MATCH EXISTING GRADE
1 1
----- -___ --
3'
I
_-----
____ --
DITCH
(VARIES)
1
�`— EXISTING
2 2
KEY WAY
(VARIES)
-T) 2
/
MATCH EXISTING GRADE FILL (CON'n
MATCH EXISTING GRADE
FILL KEY WAY (CON
(SAND 6 MINERAL SOIL)
(SAND d MINERAL SOIL)
STABILIZATION FABRIC BETWEEN
STABILIZATION FABRIC BETWEEN
4'
BER —EVWAY AND EXISTING GROUND
BERIWKEVWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
(US FABRIC US 200, OR APPROVED EQUAL)
TYPICAL SECTION J -J
(FUTURE)
TYPICAL SECTION K -K (FUTURE)
SR 1002 (Bay City Farms to County Line Rd)
County Line Rd (Gum Rd to SR 1002)
RESTORED
WETLAND
24'
TOP OF BERM ELEV VARIES VA 8ES1 12'
(SEE CROSS- SECTIONS)
�— 1-
(VARI71ES)
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERWKEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
s
4'
FILL` KEY WAY (CON'T) 1
(SAND 6 MINERAL SOIL)
110'
30'
12' 6' 12'
CUi
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1
2 2
PROPERTY LINE
PAMLICO
P LANDS COUNTY
PROPERTY LINE
RODMAN RD I P LANDS
4'
42'
- - 6'
5'
6' 2'
22'
2' 8'
_— ---- - - - - -_
MATCH EXISTING GRADE
U)
REINFORCED WITH NORTH AMERICAN GREEN C125 BN RECP AND SEEDED
m
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O6 %SLOPE
I
TYPICAL SECTION L -L (FUTURE) I I
County Line Rd (Rodman Rd to Gum Rd)
EXECUTIVE RD
ASSUMED RIGHT
TY LINE OF WAY LINE
EXECUTIVE RD PLANDS RESTORED
75' 70' WETLAND
I
17' 6' 45'
9' 8' 8' 2' 22'
EXECUTIVE ROAD 4 4
1 CUT 1AX MAX
! FILL 12' ROCK ROAD
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TYPICAL SECTION N -N (FUTURE)
Executive Rd (Rodman Rd to Gum Rd)
AS -BUILT
60'
5'
45'
RESTORED
WETLAND
11'
6' 8' 2'. 22' 2' (VARIES)
2'
4 1 TOP OF ROAD ELEV VARIES
(SEE CROSS - SECTIONS)
CUT 1 1MAX X24% 34s:_ MAX _ 1
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PROI NO 1002
2 PHASE III SHOWN FOR INFORMATIONAL PURPOSES ONLY - NOT FOR
DRAWN BY RC
CONSTRUCTION
onrE 03/31/12
SHEET
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m 2 u {� LON 76° 46' 37° W P mBe G8� Flwdu3403
Z P Lands - Phase I - AS -BUILT ��_ phone [phone]
SOUTH OF AURORA BEAUFORT COUNTY, INC Tore{ T• Rickettau� Tdl -Free [phone]
J F. (561) US.2770
1 N Perimeter Road Cross Section - East Property Line � NCCIftd ateoo,Authonze1m118173
' 4/12113 f
IATHAN T RICKETTS
NC P E No 26151

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1 0\ nl �111�1
S.R. 1002 & BAY CITY No. 4 0 20 40 60
ACCESS ROAD - CULVERT CROSSING
FUTURE 1" = 20' scale in feet
JILT CONTROL
WAY = 10.60'
NORTH
1fY TAP
ED j
21(H:V) SLOPE frV.)
LOCK PARKING PAD
D x 45 W); ELEV 120' (TYP.)
1 I lX TOE OF SLO 3:1(H : V)
SLOPE MATCH EMS m r1 p 0� "A AS -BUILT CONTROL ELEVATION FO
E
1 ° `SPILLWAY = 10 55'
S.R. 1002 & BAY CITY No. 1 0 20 40 60
ACCESS ROAD - CULVERT CROSSING
1" = 20' scale in feet
i
S.R. 1002 & BAY CITY No. 3
ACCESS ROAD - CULVERT CROSSING
LEGEND
T USTIN� �O� T O BERM (1 YP
1Q0
PRE - CONSTRUCTION X 11 00
PROPOSED ELEVATION
—
ELEVATION SPOT GRADE
i
S.R. 1002 & BAY CITY No. 3
ACCESS ROAD - CULVERT CROSSING
AS -BUILT
1 " =20'
ADES (TYP.) I l I r1
0 1 20 40 60
scale in feet
NOTE:
HORIZONTAL CONTROL FOR PARKING LOT CONTRUCTION IS
BASED ON CENTERLINE OF BERM. SURVEYOR TO SET PARKING
LOT RELATIVE TO CENTERLINE OF BERM. SEE HORIZONTAL
CONTROL FOR PARKING AREAS / LOTS AND SPILLWAYS.
!EV No DATE DESCRIPTION
N
a¢
N 13~
� 2
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LEGEND
1Q0
PRE - CONSTRUCTION X 11 00
PROPOSED ELEVATION
xn
ELEVATION SPOT GRADE
SPOT GRADE
J
5
/ `
PRE - CONSTRUCTION
AS -BUILT ELEVATION
I
CONTOURS
SPOT GRADE
—11 0 —
PROPOSED CONTOURS
—w`_ PROPOSED DRAINAGE
AS -BUILT
1 " =20'
ADES (TYP.) I l I r1
0 1 20 40 60
scale in feet
NOTE:
HORIZONTAL CONTROL FOR PARKING LOT CONTRUCTION IS
BASED ON CENTERLINE OF BERM. SURVEYOR TO SET PARKING
LOT RELATIVE TO CENTERLINE OF BERM. SEE HORIZONTAL
CONTROL FOR PARKING AREAS / LOTS AND SPILLWAYS.
!EV No DATE DESCRIPTION
N
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DATE 03/31/12
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+ S' MAX. WITH WIRE - i
(S' MAX. NITHOUT N11RE)
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
L 1 I
WIRE
FILTER FABRIC
NOTES
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 0 LINE WIRES WITH 12" STAY
SPACING.
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE MARE AS
DIRECTED BY THE ENGINEER.
PROVIDE 5' -0" STEEL POST OF THE
SELF - FASTENER ANGLE STEEL TYPE.
ANGLE STEEL TYPE.
12" OF N
C
FILTER C
_U3EI ?s
FILTER FABRIC - -- - -- ,
COMPACTED FILL-
.\
,-T_
�i - -r(
IL
STEEL POST - 2' -0" DEPTH
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
TEMPORARY SILT FENCE
not to scale
r
1D' FIELD DITCH EXTENTION
ONLY AT FIELD DITCH LOCATIONS
FIELD DITCH'
ROADSIDE DITCH
w—mgm
'j�`�p• I CLAY WITH SHELL
�II (10' -14' DEPTH FROM BORROW AREA)
LENGTH FIELD 01 TCN
50' 10
CLAYEY SAND OR SANDY CLAY
(2' -10' DEPTH FROM BORROW AREA)
CLAY WITH SHELL
(10' -14' DEPTH FROM BORROW AREA)
1 0 0 ' R O A D S I D E D I T C H P L U G
not to scale
NOTES
1 CONTRACTOR TO EXCAVATE TEST PITS AT EACH BORROW
SITE IN THE PRESENCE OF THE ENGINEER TO DETERMINE
SUITABILITY OF CLAY LAYERS FOR PLUG MATERIAL
2 PLUGS WILL BE CONSTRUCTED FROM BORROW MATERIAL
EXCAVATED FROM ONE PIT PER PLUG LOCATED NO LESS
THAN 100' FROM THE PLUG IN ANY DIRECTION ESTIMATED
SIZE OF EACH BORROW PIT IS BO'xBO' T W
3 EXTEND PLUG MATERAL 10' INSIDE FIELD DITCH AT EACH
INTERSECTION OF A ROADSIDE DITCH WITH A FIELD DITCH
UPSTREAM ELEVATION
15'
10'+ /-
T E M P O R A R Y M O D IF IE D R O C K C H E C K
D A M C R O S S -S E C T 10 N V IE W - M IN O R
not to scale
NOTES. TO BE CONSTRUCTED AT INTERSECTIONS OF INTERNAL FIELD DITCHES AND INTERNAL ROADSIDE DITCHES, DAMS TO BE
REMOVED PRIOR TO CONSTRUCTION COMPLETION.
12" OF N
C
FILTER C
LCLAYEY SAND OR SANDY CLAY
(2' -10' DEPTH FROM BORROW AREA)
FIELD DITCH CLAY WITH SHELL (10' -14'
DEPTH FROM BORROW AREA)
CLAYEY SAND OR SANDY CLAY
(2' -10' DEPTH FROM BORROW AREA)
50'FIELD DITCH PLUG
not to scale
X \\ \\ \\ \ \\ \\\
CLAY FROM LOCAL BORROW PIT
1 5' (MIN) EXISTING DITCH
_ 7' (MIN) _
T Y P I C A L D I T C H P L U G - S E C T 10 N
not to scale
UPSTREAM ELEVATION
T E M P O R A R Y M O D IF IE D R O C K C H E C K
D A M C R O S S -S E C T 10 N V IE W - M A J O R
not to scale
NOTES TO BE CONSTRUCTED AT INTERSECTIONS OF INTERNAL ROADSIDE DITCHES
(i.e BAY CITY NO 1) AND EXTERNAL ROADSIDE DITCHES (e SR 1002), DAMS AS BUILT
TO BE REMOVED PRIOR TO CONSTRUCTION COMPLETION
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S LLWAY SIDE 9L E
LEV. 12.0 -10.5 X
SLOPE 3:1
AT FORCED
o
IF MAT SPILIL L Y 20'x45'
` OVERFLO ELEV.
a C ( SEE TYPICAL WAY D
PRO TOP 01
I
I
will
S P ILL W AY D E T A IL
scale. 1' =20'
l
AREA TO BE SEEDED & MULCHED — 150' TOTAL
75' 75'
OF PROPOSED i
BYPASS DITCH
8. 4• +/ _ 8'
EROSION CONTROL MATTING SEED & MULCH
v
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1 VERIFY ALL DOWNSTREAM ROCK CHECK DAMS ARE WORKING PROPERLY PRIOR TO CONSTRUCTING PROPOSED DITCH.
2 IMMEDIATELY AFTER DITCH EXCAVATION, SEED WITH A TEMPORARY SEED IN RATES AS LISTED BELOW OR IN SECTION 6.10
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
3 IMMEDIATELY AFTER SEED APPLICATION, INSTALL EROSION CONTROL MATTING (BIONET - C125BN, BIOD -MAT 40 OR OTHER
APPROVED EQUALS) IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
4 IMMEDIATELY AFTER SEEDING AND PLACEMENT OF EROSION CONTROL MATTING, APPLY MULCH OR HAY AT A RATE NOT LESS
THAN 2.0 TONS PER ACRE (NO MORE THAN 25% OF THE GROUND SURFACE SHOULD BE VISIBLE AFTER APPLICATION)
5 AFTER HAY APPLICATION, - ANCHOR' HAY EITHER WITH SEVERAL PASSES OF A TRACKED PIECE OF EQUIPMENT OR OTHER
APPROPRIATE TOOL.
6 AFTER RAINSTORMS INSPECT ALL MULCHED AND SEEDED AREAS FOR RILL EROSION
TEMPORARY SEEDING.
SEPTEMBER - MARCH • RYE GRAIN 120 LBS PER ACRE
APRIL - AUGUST • BROWNTOP MILLET 40 LBS PER ACRE
TEMPORARY BYPASS DITCH AND CROSS - SECTION
X/
TO BE FILLED w/ SAND
& MINERAL SOIL
KEY WAY (C%T
(SAND & MINERAL SOILS
12' TOP
BERM
?7
MUCK LAYER DEPTH
VARIES (AVG 2 )
WOVEN STABILIZATION FABRIC
(USF 200), WIDTH VARIES —
2 SHEETS W/ MIN 1' OVERLAP
NOTES
1. KEY WAY SHALL EXTEND THROUGH THE ORGANIC SOILS AND TIE TO THE MINERAL SOILS. PERIMETER
BERM SHALL BE CONSTRUCTED WITH SUITABLE MINERAL SOILS EXCAVATED FROM THE PERIMETER
DITCHES
2. ORGANIC AND /OR MINERAL SOILS EXCAVATED FROM THE PERIMETER DITCHES BERM AND KEY WAYS
THAT IS UNSUITABLE FOR BERM CONSTRUCTION SHALL BE DISPOSED OF IN THE DITCHES IDENTIFIED
TO BE FILLED BY WOOD CHIPS AND /OR MUCK
K E Y W A Y D E T A IL
rq 11:i
Berm 6' B 6' 10'
4Zl=f'TInKI % /IG \A/
/ I I I 10'
�
Top of Berm PYRAMAT Turf
&,I Reinforcement
Wrap PYRAMAT
21' Wide Apron Permanent Around Face of Berm, Match
Turf Reinforcement Apron Width
FACE OF BERM /SPILLWAY VIEW
TYPICAL S P IL L W AY
ALTS
AS -BUILT
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S� flow
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PYRAMAT Turf
PYRAMAT Turf Reinforcement
Reinforcemenf
21 "Wide
Notes-
Apron
1. Install PYRAMAT Turf Reinforcement Mat in Accordance
with Monufocturers Recommendations
2 Submit Shop Drawings to Engineer one week prior to
starting work for Renew and Approval
4Zl=f'TInKI % /IG \A/
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&,I Reinforcement
Wrap PYRAMAT
21' Wide Apron Permanent Around Face of Berm, Match
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FACE OF BERM /SPILLWAY VIEW
TYPICAL S P IL L W AY
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